Study of the design on self-anchored deck type arch bridge

被引：0
|
作者：
Hui, Zhuo [1 ]
Liu, Zhao [1 ]
Zhou, Qinghu [1 ]
机构：
[1] SE Univ, Coll Civil Engn, Nanjing 210096, Peoples R China
来源：
ISISS 2005: Innovation & Sustainability of Structures, Vol 1-3 | 2005年
关键词：
self-anchored deck type arch bridge; self-anchored pre-stressed tendon; optimization design method; thrust in spring; actual measurement; control section;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The conception of self-anchored deck type arch bridge is introduced through analysis of its mechanics characteristic. The influence factors on behaviour of the self-anchored deck type arch bridge are discussed. According to the features of self-anchored deck type arch bridge, its optimization design method is presented. As an example Nanjing Sanshan Bridge, a three-span continues self-anchored deck type arch bridge. is designed and the design result Is also verified with the help of layout of stress sensors. The conclusion and fruit in this paper might be refered in the future.
引用
收藏
页码：685 / 693
页数：9
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